Ponce, V. M. 1986. Diffusion wave modeling of catchment dynamics. Journal of Hydraulic Engineering, 112(8), August, 716-727. [HTML version 2015]. Ponce, V. M. 1989. Engineering Hydrology: Principles and Practices. Prentice Hall, Englewood Cliffs, New Jersey, 322-325. Aguilar, R. D. 2014. Diffusion wave modeling of catchment dynamics using online calculation.
Ponce, V. M. 1989. Engineering Hydrology: Principles and Practices. Prentice Hall, Englewood Cliffs, New Jersey, 322-325.
Aguilar, R. D. 2014. Diffusion wave modeling of catchment dynamics using online calculation.
Select:
Rainfall depth P (cm / in):
Runoff curve number CN :
Total rainfall duration tr (hr):
Number of points in cumulative rainfall distribution Np :
Dimensionless cumulative time for rainfall distribution T* :
Dimensionless cumulative depth for rainfall distribution D* :
Total simulation time Tt (hr):
Number of time intervals NΔt :
Number of time intervals for printing Npr :
Fraction used to estimate reference discharge Fr :
Overland flow area A (ha / ac):
Fraction of area in left plane Flp :
Slope of left plane Slp :
Manning coefficient for left plane nlp :
Rating exponent for left plane βlp :
Slope of right plane Srp :
Manning coefficient for right plane nrp :
Rating exponent for right plane βrp :
Length of channel Lch (m / ft):
Slope of channel Sch :
Manning coefficient of channel nch :
Bottom width of channel Bch (m / ft):
Design depth of channel ych (m / ft):
Side slope of channel z [z H : 1 V]:
OUTPUT:
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